Housing Urban and Rular Development Local Bodies Closing in 0 days TDR #45546796

Tender For Construction Of 2 Class Rooms Building At Pums Keelamullakudi In Keelamullakudi Panchayat Under Cfsids 2024-25

Issued by Local Bodies · thiruverumbur, Tamil Nadu
Tender Value
34.60 Lakhs
Estimated cost
Bid Submission
08 Oct 2024
0 days left
EMD
35000
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
thiruverumbur → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Construction Of 2 Class Rooms Building At Pums Keelamullakudi In Keelamullakudi Panchayat Under Cfsids 2024-25

BOQ

Name of Work:CONSTRUCTION OF 2 CLASS ROOMS BUILDING AT PUMS KEELAMULLAKUDI IN KEELAMULLAKUDI PANCHAYAT
Sl. No. Item Description
1CONSTRUCTION OF2 CLASS ROOMS BUILDING AT PUMS KEELAMULLAKUDI IN KEELAMULLAKUDI PANCHAYAT Earthwork excavation for foundation (for narrow excavation) to full depth as per designed in all soils and sub soils except soft disintegrated rock not requiring blasting and hard rock requiring blasting and bailing water wherever necessary. Refilling the sides of foundation with excavated earth other than sand in layers of well rammed and compacted and depositing the surplus earth in places shown by the departmental officers with an initial lead of 10m and initial lift of 2m and clearing and leveling the site etc. complete complying with standard specification.
2Supplying and filling in foundations and basement with filling M- sand in layers not exceeding 15 cm.thick,well watered,rammed and consolidated etc. complete complying with standard specifications.
3Plain Cement Concrete 1 : 4 :8 ( one part of cement, four parts of sand and eight parts of hard broken stone ) using 40 mm gauge hand broken hard broken granite stone jelly complying with standard specifications in foundations and basement.
4Refilling the approved good quality earth in plinths, area development etc. wherever specified in layers is not exceeding 200 mm thick, with available earth at site.
5Supplying and filling of good earth filling locally available earth transported from the outside including consolidation,leveling specifiedin layers of not exceeding 200 mm thick., etc. complete.
6Supplying and erecting Centering and Shuttering for soffits including necessary supports and strutting up to 3 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at about90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specification.(Payment for centering shall be given after the concrete is laid).
7Footing, Plinth Beam, etc.
8Plain surfaces such as roof slab, floor slab, beams, lintels, loft, sill slab, staircase waist, portico slab and other similar works.
9Square and rectangular columns and small quantities such as sunshades, parapet cum drops, window boxing, fin projections and other similar works.
10Providing and laying in position,M-20 Grade in accordance with IS:456-2000, using 20mm and down grade hard broken granite stone jelly for all RCC Items of works with minimum cement content of 350kg/m3 and maximum water cement ratio of 0.50, including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS:9130 to accelerate, rated setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m) 7730kg. of 20mm machine crushed stone jelly and with about (3.3cum) 5156 kg. of 10-12mm machine crused stone jelly and with about (4.79cum) 7670 kg of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with Mechanical vibrators, finishing, curing, etc.,and providing fixtures like fan clamps in the RCC Floor / roof slabs wherever necessary without claiming extra, etc., Complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No Separate payment will be made by the Department for the excess usage of materials).
11Foundation & Basement
12Ground Floor
13Steel - Fe 500 : Supply, fabrication and placing of reinforcement steel of high yield strength ribbed bars of various diameters and grade conforming to IS 1786 for reinforced concrete work. The work includes recoiling, straightening, cutting, bending, fabricating, and placing in position, at all levels including lead and lift, according to drawings, specifications etc. complete and supply & use of 18G black annealed binding wire double fold to tie the bars in position and providing precast cement/ PVC cover blocks for main reinforcement to ensure specified cover and complete., including all labor charges etc as directed by departmental officers.
14Brick work in following Cement Mortar 1:5 using best quality II class table moulded bricks 8\"3/4 x 41/4\" X23/4\" for foundation and basement including curing etc.,complete complying with standard specification.including scaffolding curing cost of reinforcement etc.all complete as per specifications and drawings as directed by the Engineer in-charge.
15Foundation basement
16Ground floor
17Brick partition walls of 11.50cm thickness using best qualityII class table moulded bricks 8\"3/4 x 41/4\" X23/4\" in Cement Mortar 1:3 (One Cement and Three Sand) using hoop iron reinforcement if found necessary including curing etc. complete and as directed by the departmental officers.
18GroundFloor
19Terrace Floor
20Special ceiling plastering and finishing the exposed surface of all RCC items of work such as slabs, beams, sunshades, facia, canopy slab, staircase waist slab, landing slab etc., with Cement Mortar 1:3 (One Cement and ThreeM.Sand) 10mm thick including hacking the surfaces, providing cement mortar nosing, beading for sunshades, staircases, steps, landing slabs and curing, etc., in all floors complying with standard specification and as directed by the departmental officers
21Painting two coats of newly plastered wall surface with Asian Paint Royal Shine Emulsion paint offirstclassquality and of approvedcolour over a priming coat including thorough scrapping, clean removalofdirt,andincludingnecessaryplasterofparisputty,whereverrequiredetc.,complete complying with standard specification.
22Providing & applying 12 mm thick cement plaster in CM 1:5 (1 part of cement: 5 parts of sand) to walls internally in single coat at all levels to correct line and level including chicken wire mesh at all joints of brick and concrete surfaces with minimum overlap of 150 mm in all directions, scaffolding, rounding off or chambering of corners, offsets, fin/ bands, projections, etc. and cleaning of surface, raking out joints, roughening of surface,chiseling the undulated surface wherever necessary and curing, etc., all materials and labor complete in all respects including all lead, lift and descent andas directed.
23Providing & applying 12 mm thick cement plaster in CM 1:5 (1 part of cement: 5 parts of sand) to walls externally in single coat at all levels to correct line and level includingscaffolding, rounding off or chambering of corners, offsets, fin/ bands, projections, etc. and cleaning of surface, raking out joints, roughening of surface,chiseling the undulated surface wherever necessary and curing, etc., all materials and labor complete in all respects including all lead, lift and descent andas directed.
24Paving the floor with best approved quality fine polished SHAHABADstone slabs of size 600 x 600 of 18 / 20mm with machine cut edges and matching marble slab not less than 100mm width other than Adanga Marbles as border laid over a cement mortar bed of 20mm thick using cement mortar 1:3 (One cement and three sand) fixing the slabs in true right angles with minimum possible width of joints and pointing the joints with white cement mixed with mathcing colouring pigments and polishing with floor polisher to a high degree of finish etc., The kota stone slabs and other materials to be used shall be got approved by the Executive Engineer concerned before use on work, etc., complete as per standard speicification
25Providing granolithic floor finish of the following thickness with plain cement concrete 1:2:4 (One Cement, Two sand and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining,curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panellingwherever necessary and as directed by the departmental officers).
26Supplying and fixing in position steel balustrades using 20mm square rods spaced at 150mm centre to centre so that the two balustrades in each step shall be placed centrally and the top of balustrades connected with the hand rails (cost of hand rail shall be measured and paid separately) by means of MS flats of size 40mm x 6mm in the groove 40mm x 6mm provided at the bottom of hand rail; the bottom of balustrades shall be fixed on to the top of step concrete.An additional MS flat of size 50mm x 6mm shall be provided at the centre of balustrades connecting all square rods to the entire length including cost of square rods, flat and applying one coat of red oxide primer to the iron surfaces, etc., complete complying with standard specification and as directed by the departmental officers.
27Supplying and fixing 40mm dia GI pipe for staircase hand rail including labour charges for cutting, welding and fixing with MS flats (excluding cost of flat), etc., as directed by the departmental officers
28Specification: Supplying and fixing UPVC (Un-PlasticizedPolyvinyl Chloride) Windows of casement type (openfrom the profile the size of outer frame 60mm x 58mmand shutter profile are reinforcement with 1/1mm125GSM and 100% corrosion free, the profiles are multichambered sections with wall thick of 2mm. The EPDMrubber (black colour) covered with over all the edges offrame and shutter the shutter will be provided withEspag multi power point locks and also it operates ashandle. The corners and joints should be welded andcleaned. Radiations free pin headed plain or browncolour glass 4mm thick should be provided to theshutter and it should not allow leakage of water evenat most ranging storms and should have key lockableaction, security protective hinges, strong lockingsystems and as per size for arresting noise and energyloss. The onnecting mechanism between sash andouter frame that enables opening of the indow. Thewindow should be fixed to the wall with 100% packing
29Supply and Fixing of Grill arrangements for windows
30Providing UPVC (Un-Plasticized Polyvinyl Chloride)Door:Providing and fixing casement doors fabricated from unplasticized polyvinyl chloride (uPVC) sections. Profiles:The profiles should be three chamber system whichprovides high insulation properties with outer frame60mm x 55mm with an outer wall thickness of 2.4mm.The window unit should be designed with all cornerjoints mitred and fusion welded. Windows should besteel reinforced with 25 x 24 x 25mm steelreinforcement with a thickness of 1mm to havedimensional stability. The sash should be of 60 xexpanding nylon plug and driving ms electroplatedscrews into plug.
31Supplying and Painting new ceiling plastered surface with two coats of distempering one coat of distemper primer
32Supplying and Painting new plastered internal wall surface with two coats of distempering one coat of distemper primer
33Supplying and painting the walls with one coat of wall primer and two coats of Exterior emulsion (apex or equivalent) as instructed by the departmental officers including preparation of surface curing, etc., complete in all floors complying with standard specifications (The colour and shade of the cement paint shall be got approved by the Executive Engineer before use of work).
34Weathering Course Concrete using best quality broken brick jelly of 20 mm uniform gauge in pure slaked lime ( NO Sand to be used ( over the RCC roof slab in the proportion of brick jelly to lime being 32 : 121/2 by volume laid over in single layer and consolidated to the required slope and finished thickness and beating the concrete with wooden beaters of approved pattern, keeping the surface constantly wet by sprinkling lime, jiggery water etc. complete complying with standard specifications and as directed
35Finishing the top of roof with one course of machine pressed tiles of size 230mm x 230mm x 20mm of approved quality set in Cement Mortar 1:3 (One Cement and Three Sand) 12mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete complying with standard specification and as directed by the departmental officers.
36Painting new iron works such as steel doors, windows, ventilators, window bars, balustrades etc., with two coats of best approved first quality and colour of synthetic enamel paint over the existing red oxide priming coat in all floors excluding cost of p
37Supplying and fixing cuddapah slab for cupboard shelf
38Providing Cup-board Shutter with frame using termite / water proof plywood of 19mm thick over which laminated sheet of 0.8mm thick fixed inside the shutter and 1mm thick fixed in the outside of the shutter using fevicol along with necessary furniture fittings, such as, hydralic hinges, tower bolt, handles, multi purpose locks etc., as directed by the Departmental Officers. The design pattern, water proof plywood, laminate sheet and other materials should be gotapproved from the Executive Engineer befoe use on wor
39Supplying and fixing PVC Rain water down fall pipes of following dia meter etc., complete.
40GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column \"BB\" for all works in this package}

AI Tender Summary

OUR REF NO 45546796
AUTHORITY Local Bodies
TENDER VALUE 34.60 Lakhs
LAST DATE 08-10-2024
Authority
Authority Name Rural Development And Panchayats Department
Work Description Construction Of 2 Class Rooms Building At Pums Keelamullakudi In Keelamullakudi Panchayat Under Cfsids 2024-25
Basic Detail
Tender No A3/3008/2024
Bidding Type Tender
Location
City thiruverumbur
State Tamil Nadu
Key Dates
Publish Date 03 Oct 2024
Submission Date 08 Oct 2024
Open Date 08 Oct 2024
Finance
Tender Value 34.60 Lakhs
Tender Fee Ref. Documents
EMD 35000
Exemption Not Available
Document List
Tendernotice_3.pdf
Tendernotice_2.pdf
Tendernotice_1.pdf
Tendernotice.pdf
TechBidtwoclasskeelamulla_2.pdf
pricebidtwoclasskeelamull_1.pdf
BOQ_582800.xls
23c4f1ea-3321-4347-9c04-63893e27add8.html

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Tender Timeline

Oct 03, 2024
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 08, 2024
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Oct 08, 2024

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
pdf

Tendernotice_3.pdf

pdf

Tendernotice_2.pdf

pdf

Tendernotice_1.pdf

pdf

Tendernotice.pdf

pdf

TechBidtwoclasskeelamulla_2.pdf

pdf

pricebidtwoclasskeelamull_1.pdf

xls

BOQ_582800.xls

html

23c4f1ea-3321-4347-9c04-63893e27add8.html

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